The study of site effects on seismic response of adjacent rectangular valleys
عنوان مقاله: The study of site effects on seismic response of adjacent rectangular valleys
شناسه ملی مقاله: LTBD04_097
منتشر شده در چهارمین کنفرانس بینالمللی رفتار بلندمدت و فنآوریهای نوسازی سازگار با محیط زیست سدها در سال 1396
شناسه ملی مقاله: LTBD04_097
منتشر شده در چهارمین کنفرانس بینالمللی رفتار بلندمدت و فنآوریهای نوسازی سازگار با محیط زیست سدها در سال 1396
مشخصات نویسندگان مقاله:
Behrouz Gatmiri - Department of Civil Engineering, University of Tehran, Tehran, Iran,Cermes, Ecole Nationale des Ponts et Chaussées, Paris, France
Zahra Khakzad - Department of Structural Civil Engineering, Islamic Azad University of Roodehen, Tehran, Iran
خلاصه مقاله:
Behrouz Gatmiri - Department of Civil Engineering, University of Tehran, Tehran, Iran,Cermes, Ecole Nationale des Ponts et Chaussées, Paris, France
Zahra Khakzad - Department of Structural Civil Engineering, Islamic Azad University of Roodehen, Tehran, Iran
A numerical analysis on the seismic site effects due to ground irregularities is performed. Two dimensional (2D) rectangular configurations under incidence of vertically propagating SV waves is modeled with the aid of HYBRID program, combining finite elements in the near field and boundary elements in the far field. In fact this paper aims to study the adjacency effects of two rectangular valleys on the ground amplification at various points across the valleys. Valleys are characterized by their depth, H and their half width at the surface, L and the calculations are made for different depth ratios H/L= 0.2, 0.4, 0.6, l. Finally, some practical graphs are proposed in terms of engineering applications to assess the spectral response at the surface of rectangular valleys.
کلمات کلیدی: Site Effect, Seismic Response, Hybrid Numerical Method, Adjacent Valleys, Filling Ratio
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/680215/